Westhaven 2-LR130624 (2)TESTED FOR:DATE: 06/24/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2399 06/24/13 FG-6.0 1 11.9 117.9 13.5 117 99 1-A
2400 06/24/13 FG-5.0 1 11.9 117.9 14.0 116 99 1-A
2401 06/24/13 FG-4.0 1 11.9 117.9 14.1 115 98 1-A
2402 06/24/13 FG-3.0 2 9.2 124.4 12.8 119 95 1-A
2403 06/24/13 FG-2.0 2 9.2 124.4 12.7 119 95 1-A
2404 06/24/13 FG-1.0 2 9.2 124.4 13.0 120 96 1-A
2405 06/24/13 FG 2 9.2 124.4 12.9 118 95 1-A
TEST LOCATION:Phase I
2399
2400
2401
2402
2403
2404
2405
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
SOIL ID
NUMBER COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Storm Sewer Line A at Station 2+70
Storm Sewer Line A at Station 2+52
Storm Sewer Line A at Station 2+55
Storm Sewer Line A at Station 2+60
Storm Sewer Line A at Station 2+58
Irving, Texas
Storm Sewer Line A at Station 2+65
TEST
NO.
Storm Sewer Line A at Station 2+50
Don Hinton
130127-120
DATE
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
TESTED FOR:DATE: 06/24/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2406 06/24/13 FG-6.0 1 11.9 117.9 15.9 113 95 1-A
2407 06/24/13 FG-5.0 1 11.9 117.9 13.7 116 98 1-A
2408 06/24/13 FG-4.0 1 11.9 117.9 14.9 115 98 1-A
2409 06/24/13 FG-3.0 1 11.9 117.9 13.9 116 99 1-A
2410 06/24/13 FG-2.0 1 11.9 117.9 15.3 114 97 1-A
2411 06/24/13 FG-1.0 1 11.9 117.9 15.9 113 95 1-A
2412 06/24/13 FG 1 11.9 117.9 15.0 113 96 1-A
TEST LOCATION:Phase I
2406
2407
2408
2409
2410
2411
2412
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-120A
Coppell, Texas
Storm Sewer Line A at Station 4+52
Storm Sewer Line A at Station 4+55
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Storm Sewer Line A at Station 4+50
Storm Sewer Line A at Station 4+58
Storm Sewer Line A at Station 4+60
Storm Sewer Line A at Station 4+62
Storm Sewer Line A at Station 4+65
TESTED FOR:DATE: 06/24/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2413 06/24/13 FG-3.0 2 9.2 124.4 11.6 120 97 1-A
2414 06/24/13 FG-2.0 2 9.2 124.4 10.7 122 98 1-A
2415 06/24/13 FG-1.0 2 9.2 124.4 11.3 121 97 1-A
2416 06/24/13 FG 2 9.2 124.4 10.6 119 96 1-A
2417 06/24/13 FG-2.0 2 9.2 124.4 10.9 125 100 1-A
2418 06/24/13 FG-1.0 2 9.2 124.4 11.9 121 98 1-A
2419 06/24/13 FG 2 9.2 124.4 10.8 120 96 1-A
TEST LOCATION:Phase I
2413
2414
2415
2416
2417
2418
2419
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-120B
Coppell, Texas
Storm Sewer Line A at Station 6+22
Storm Sewer Line A at Station 6+25
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Storm Sewer Line A at Station 6+20
Storm Sewer Line A at Station 6+30
Storm Sewer Line A at Station 8+50
Storm Sewer Line A at Station 8+52
Storm Sewer Line A at Station 8+55